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98 results • Latest
Requirement of spares for EVEREST make Air blowers installed at Unit 1 to 4 CTPP Chhabra
Blower for SSF (Everest make) Twinlobe-M 5175, Sr. No. EB-0806415,Capacity 410M3/Hr, Disc. Pressure 2.5 MWC, RPM-1320, for SSF Plant( 02 Nos.)
External outer development and additional work of construction of Nursing College at Baran (Excluding cost of Cement)
Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5 m , disposed earth to be levelled and neatly dressed : All kinds of soil
Desk and Bench Set for Classroom/Training Area (Q2) MSE Relaxation for Years of Experience and Turnover No Startup Relaxation for Years of Experience and Turnover No
Desk and Bench Set for Classroom/Training Area (Q2) MSE Relaxation for Years of Experience and Turnover No Startup Relaxation for Years of Experience and Turnover No
Construction of two additional classrooms with veranda on the first floor, Adarsh Vidya Mandir, Village Kishanganj, P.S. Kishanganj, District Baran
Construction of two additional classrooms with veranda on the first floor, Adarsh Vidya Mandir, Village Kishanganj, District Baran (Executive body, P.S. Kishanganj
Tubewell Work in Ward No. 1 Riddhi Siddhi Colony and Ward No. 6 Riddhika Colony, Ward No. 39 Panjabi Colony, Ward No. 13 Dandotiya Ki Badi.
Construction of Tube-well upto 100 Meter depth and above in all type of rocks by DTH system and over burden to accommodate casing pipe of following sizes in all types of soils and over burden including lowering of casing pipes but excluding cost of casing pipes as per IS : 2800 (Part I & II) 1979 specifications. The work would be completed after obtaining sand free water. The tube well should have a throughout bore as per nominal dia of casing pipe: 150 mm dia Nominal bore
Construction of Boundarywall in Dashahara Maidan.
Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level. In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc. Depth upto 1.5 m